Research Article
Full- and Local-Field Strain Evolution and Fracture Behavior of Precracked Granite under Coupled Static and Dynamic Loads
Table 8
Statistical parameters of rock fragments.
| Size (cm) | C-0 | 0 | 30 | 45 | 60 | 90 | Percentage of different size (%) |
| <0.20 | 27.28 | 23.37 | 35.59 | 24.29 | 24.23 | 25.91 | 0.20∼0.48 | 3.50 | 9.32 | 5.48 | 13.97 | 2.54 | 9.77 | 0.48∼0.64 | 1.60 | 1.59 | 2.32 | 6.30 | 1.62 | 4.04 | 0.64∼0.97 | 3.91 | 3.38 | 5.47 | 10.53 | 4.04 | 4.84 | 0.97∼1.27 | 5.98 | 4.41 | 7.63 | 7.74 | 6.38 | 3.04 | 1.27∼1.91 | 16.73 | 15.77 | 18.17 | 17.22 | 21.41 | 7.16 | 1.97∼2.54 | 16.71 | 18.66 | 14.80 | 12.45 | 21.95 | 9.01 | 2.54∼5.08 | 24.29 | 23.50 | 10.54 | 7.50 | 17.83 | 30.36 | 5.08∼10.16 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 5.87 | Average size | 3.42 | 3.40 | 2.43 | 2.23 | 3.31 | 4.15 | Top size | 4.42 | 4.24 | 3.38 | 3.23 | 3.66 | 5.94 |
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